Probabilistic Approach for Estimating Plastic Hinge Length of Reinforced Concrete Columns-Reference-Cited by-同舟云学术

Probabilistic Approach for Estimating Plastic Hinge Length of Reinforced Concrete Columns

Published:2016-03 Issue:3 Volume:142 Page:04015164
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ning Chao-Lie¹,Li Bing²

Affiliation:

1. Research Fellow, Institute of Catastrophe Risk Management, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798.

2. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001436

Reference40 articles.

1. Plastic hinge length of reinforced concrete columns;Bae S.;ACI Struct. J.,2008

2. Experimental tests of slender reinforced concrete columns under combined axial load and lateral force

3. Bayrak O. (1998). “Seismic performance of rectilinearly confined high strength concrete columns.” Ph.D. thesis Univ. of Toronto Toronto.

4. Bayrak O. and Sheikh S. A. (2004). “Seismic performance of high strength concrete columns confined with high strength steel.” Proc. 13th World Conf. on Earthquake Engineering Vancouver BC Canada.

5. Lumped-plasticity models for performance simulation of bridge columns;Berry M. P.;ACI Struct. J.,2008

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